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Effect of Soil Reinforcement on Shear Strength by Pennisetum alopecuroides and Miscanthus sinensis Roots on Loamy Sand at River Banks

하천제방 양질사토에 대한 수크령과 억새 뿌리의 토양전단강도 보강효과

  • Dang, Ji-Hee (Dept. of Landscape Architecture, Graduate School of Kongju National University) ;
  • Cho, Yong-Hyeon (Dept. of Landscape Architecture, Kongju National University) ;
  • Lee, Chun-Seok (Department of Landscape Architecture, GyeongNam National University of Science & Technology)
  • 당지희 (공주대학교 조경학과 대학원) ;
  • 조용현 (공주대학교 조경학과) ;
  • 이춘석 (경남과학기술대학교 조경학과)
  • Received : 2017.03.03
  • Accepted : 2017.04.28
  • Published : 2017.04.28

Abstract

This study was conducted to find out the physical properties and soil shearing strength reinforcement effect of herbaceous plants for the slope revegetation works. Two native plants(Pennisetum alopecuroides and Miscanthus sinensis) were used for this experiment, because they have excellent seed germination rates without preconditioning, and grow naturally around rivers. To identify the physical properties, the partial dry weight of plants were investigated. To identify the soil shearing strength reinforcement effect, the respective soil shearing strengths of the control soils, Pennisetum alopecuroides, Miscanthus sinensis samples were measured. Also, we did a correlation analysis to examine the relation of shearing strength to plant features. The results are summarized as follows: 1. The average dry weight of Pennisetum alopecuroides samples consists of 52.36% above ground and 47.64% at root. And in dry weight, 78.24% of it's root distributes within 10 cm in soil depth. Meanwhile the average dry weight of Miscanthus sinensis samples consists of 52.91% above ground and 47.09% at root. And in dry weight, 82.95% of it's root distributes within 10 cm in soil depth. 2. The results of correlation analysis showed that for both Pennisetum alopecuroides and Miscanthus sinensis, it could not be said that there was any correlation between shearing strength and plant characteristics, and statistically they were not meaningful. 3. In the shearing strength test with control soils, Pennisetum alopecuroides, Miscanthus sinensis as subjects, the differences in shearing strength measurement results were modest, and the order was shown as control soils < Pennisetum alopecuroides < Miscanthus sinensis, so the soil shearing strength reinforcement effect by the Pennisetum alopecuroides and the Miscanthus sinensis on loamy sand at river banks surface was confirmed.

Keywords

References

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